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HomeMy WebLinkAbout1686-D BENCH MARK NO. 148—B AT THE N.E.C. HIGHLAND AND ETIWANDA AVENUES, 66' N. o HIGHLAND AVE.,24' E. OF � ETIWANDA AVE. AT THE N.W.C. OF 4'x8" DROP—IN—BOX FOR DRAIN CULVERT, SET STD. BRASS I RACI NO@ I _11L 0 1 DISK. ELEV. 1432.612 O I r a M () IN TIE CITY OF RANCH® CUC_z_A z 0 SIU 0 < a: GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA AND THE COUNTY OF SAN BERNAOINO STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION — CURRENT EDITION, INCLUDING !T'S ANNUAL SUPPLEMENTS OF AMENDMENTS, CONTRACTOR Z> SHALL BE FAMILIARWITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 15 Wl 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT—OF—WAY 4 17 WILSON 24TH ST. LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. �} 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE L 1� . 1 PROJECT SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING Cfij �"4 �` C� _.. . ._ DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN to .� . .. . : . ON THESE PLANS. crC9 12 1 i F 4. PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING DEPARTMENT O SUMMIT AVE. SUMMIT AVE. A PRIOR TO ANY ENCROACHMENT OF CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR w _ _ STORM DRAIN �,� �� > ,RIGHT—OF—WAY. _j ��4 I DWG. NO. 1417-D �} w a #, Q 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE /`X-1 SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB—GRADE ELEVATION SUMMIT — — — — HIGHLAND AVE. AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY AVENUE — — _- THE CITY ENGINEER AS NEEDED, AT WARPED OR VERTICAL CURVE AREAS. — — SHT. 3 SHT. 2 - - - - - - Ld 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS 11J W SHALL BE CONSTRUCTED PRIOR TO PAVING. SILVER SADDLE z Q W I U z 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND > I 0 Q AND ALL SUB—GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A DRIVE Q I F' �� J WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO CITY ENGINEER, FOR U I LLj APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. W Q80 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND Y 3: GRADATION OF ASPHALT PAVING. I Z Q I VICTORIA ST. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, � > 0 W I LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF f!1 U AGGREGATE BASE. COLT DRIVE VICINITY MAP 10 ST R CTURAVING �L SECTIONSBE RF(PRIOR TO FIN IN ALR PLANEAPPROVAL)WITH �LVE AND PAVEMENT TESTS TAKEN TO DETERMINE I w I 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS OF A ROCKY MATERIAL, Z z I U THE SUB—GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB—GRADE 0 Q I AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY J — — BETTER THAN THE NATIVE MATERIAL. O - - (� 12. 1F THE ASPHALT CONCRETE IS TO BE PLACED ON SUB–GRADE, A SOILS STERILANT REGISTERED BY CONSTRUCTION NOTES QUANTITIES THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S I ��f RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 1� CONSTRUCT CATCH BASIN PER CITY STANDARD DRAWING N0. 300 7' WIDE – 1 EA 13 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. 12' WIDE – 1 EA THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING LOST TRAIL T. 21' WIDE – 4 EA A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE 28' WIDE – 1 EA OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. Q CONSTRUCT LOCAL DEPRESSION PER CITY STANDARD NO. 307, CASE A 1172 SF \ > ® INSTALL 24" R.C.P., D–LOADS PER PROFILE 175 LF 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH �l� © INSTALL 30" CMP 22 LF INTERSECTION. 0 CONSTRUCT 30" TEMPORARY CMP CATCH BASIN PER CITY STANDARD NO. 311 1 EA ® CONSTRUCT MANHOLE NO. 2 PER CITY STANDARD NO. 319 1 EA 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE 9 INSTALL 30" R.C.P., D–LOADS PER PROFILE 163 LF CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE � > 1 CONSTRUCT CATCH BASIN PER SAN BERNARDINO COUNTY ROAD 28' WIDE – 1 EA REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. DEPARTMENT STD. NO. 206 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. ( 17. CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 AND THE FOLLOWING UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. `j RUSTIC OAK CT. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR UTILITY CONTACT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON '9 CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DAYS Q, THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE PRIOR TO EXCAVATION: GJ THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED �OQP I TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. GENERAL TELEPHONE COMPANY (909) 949-8108 � Q I 585 N. MOUNTAIN AVE. =O ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL UPLAND, CA 91786 CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC 1S PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SOUTHERN CALIFORNIA EDISON (909) 986-5861 SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 7951 REDWOOD AVENUE Z SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS — AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE FONTANA, CA 92336 p WAY U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". SOUTHERN CALIFORNIA GAS CO. (909) 592-1799 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 1050 OVERLAND COURT CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS SAN DIMAS, CA 991773 VAQUERO CT. AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CUCAMONGA COUNTY WATER DISTRICT (909) 787-2591 ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, 9641 SAN BERNARDINO ROAD EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. RANCHO CUCAMONGA, CA. 91730 DESCRIPTION OF REVISION DATE Ary ED> I CITY OF RANCHO CUCAMONGA I � > TITLE SHEET STORM DRAIN PLANS Ce HIGHLAND TRACT NO. 14120-1 COUNTY OF SAN BERNARDINOq� APPROVED BY: DATE��_�2r TRANSPORTATION/FLOOD CONTROL DEPARTMENT �� Rt ""APAa F2 CITY ENGINEER _ RCE NO _ -- X Underground Service AlertINDEX MAP I DESGVY DAAIN ` Crouse Beers & Associates, Inc.FOR� DEsl�NED Nc 194)1 TDA 77710M \ 0 Fzp 12-31-01 Engineering • Surveying . Planning • Construction ManagementCall: TOLL FREE nM 1700 Hamner Avenue, Suite 104 U� SCALE- 1' - 20O' DRAWN Norco, California 91760Sh Et-7 SUBMITTED BY C.D.E. r (909) 736-2040 Fax (909) 736-5292 1-800 lqT �IVI� ��P P.A.P. 1 OF 3 227-2600 RECOMM DED P ___VED B`' ASST. DIRECTOR OF TRANSpoRTA�IoN DATE SOF cp�vF �_ CliIECKED o Beers DRA NO. &� v�W 1 i pp Expires 12-31-01 TWO WORKING DAYS BEFORE YOU DIG L N D VEL MENT EN JNEE DATE DIRECTOR OF TRANSPORTATION DATE RMB ��— rf e PROJECT SHEET NO. 5_ OF BENCH MARK NO. 10076 - - - - - - - - - -- - - - - - - - - - - - . Found 2" Bross Disk in Conc 1 t ed SBCS BM - `; Reset No 8-27 1975" at S W - - - - - - - - - - - - - - _ _ � Corner of Highland Ave and _ - aFence End of _ _ Haven Av h e at ce - - . - - - - - - - - - 4' Chin Link Fn e - -- - - -- 4 - - - - si ELEV. 14 78 232 _ - - t_ t_ 0R PE hH V) 51 1 r 1 +11 -_. - - _- _ _ -_ _ _ _ - -.. .. - ...-. - - - -.. _. - - -.-._ - - -VL - - =� tP. ---- -- - ----- ------ ------------- --- --- -_. ...-- ---.-.. -.._. .- -_.. _.. _.- Y -.-.-- - -. ---.. -. - _...._ ._ ... .. - ._ ._ - __-. - - - - - - -- - - - - _ _ .. - - - _ --- - - _ =_ _-- - - - :_ - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - X - - ---- - _ 11 7 - _ _.- _ -- - 1 - - _ __ -. - _. _- _ _ __ - - - - "-.__ __ __ __ -- _ _- _- __ __ - - - -. -- - - - - - - - lo f-V -A I -.- - _-.- --_- - --_-_ -.-.- _..-_ - - -- _-._ _.. - -.. _. _... if- i. _ i . AA I . r Sz _ D1g - - -- G -2 C - - - -- - -- - - - - - - - - - _ - - - - - _ _ - -4: ._ - - - - - - - - - - - -1 - - - - - - - - - 4' - _ - - : - 36 _ _ - - - 24 R - - - - - - - - IV 'TE T RA =-- - _ _ - _ _ - - - - =- _- - _ - _- _ - - - - - - - - =97 0 �2. - -- - - _ _ { ER- Cl? QINIG AN - - - _ - _. :_ - 22. 1 - - - Q 00 25 oQ s PROFILE SCALE - 7 _ 4+1 _ - - - - - - - - - - o z 20' - - - V 4.1 S - - - - - - - - - - - - - - - - - - - - - - - Vert1 t . 1 2 PLAN SCALE Horiz. 1'._ 20' 12' 35' 12' ' 6 I i 12 EQUESTRIAN D I �z I , EASEMENT i 10' PRIVATE 15' EQUESTRIAN � G 10' PRIVATE I DRAINAGE EASEMENT EASEMENT S7� 7z DRAINAGE EASEMENT 1 2 O 2 rk� R X S �G iI T i � 1. 6 5' i �9 TC, �'I F I. , I ' 5 sr 1 � 1 C C. 4 � � C.B. 3 i k F A •� 1 , ST. STA 0+ 5.50 S � + 4.34 6 ST. SAO 6 PRIVATE STORM DRAIN TO BE I W=21', V=�.50 �g� 4 `����C+ W=21 V=7,0' ( ` PRIVA STORM DRAIN TO BE LIN � CONSTRUCTED PER GRADING PLAN - CONS UCTED PER GRADING PLAN 3602 15' EQU SYRIAN 46.19 TC 46.13 TC EAS ENT C.B. 1 5' 45.52 FL 1 � C.B. 5� 45.46 FL 63'4013 IAN - � �5+11.49 _ �` _ ,� 15' EQUESTR 15 EQUESTRIAN ^'' I STA 20+36.8�'J EASE ENT V=7.0', W=12', I -� EASEMENT �' V=7,0' W=7, S G cv sr 9 '( � � - - - - �3r A\9 - - - - - - - - - - - � c 5• � — _ � Irl _ 'o G �. � p 1 9 I o� � 6h �'- (CONSTRUCT CONCRETE COLL. : PERT CITY STD. N0. 329 F LINE "C" 9 Q STA 20+48.94 1.06' R EXISTING 48" R.C.P. STORMDRAIN STA 23+60.11, 4.53' R A s' O 2 9 REMOVE MORTAR & `D PER SUMMIT AVE. STORM DRAIN REMOVE BRICK & T � O as IMPR. PLANS DWG. NO. 1417-D MORTAR PLUG, JOIN p" N k'1 o BRICK PLUG, JOIN 60'0'0" " 4 P STA 25+61.46 1.06' R EX. 4' STUB _ LINE "A \ �_ EX. 4' STUB — — — o N_ REMOVE MORTAR & — --- — — - - - — LINE"E" SUMMIT A VF, — SUMMIT A VE. — __ ___ _ -S tTA1M BRICK PLUG, JOIN o IT AVE 60.0 0" 4' STUB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - _ - - - - - _ _ - - - _ — _ — _ _ - - - � - - - - - - - - - - - — - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - — - - - — — - - - - —— - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — _ — - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ - - - - - - — _ STA 20+54.11 EXISTING 48" R.C.P. STORMDRAIN STA 23+62.12 - cV EX. JUNCTION PER SUMMIT AVE. STORM DRAIN -EX. M.H. W/ STA 25+47.82 — — — STRUCTURE IMPR. PLANS, DWG. NO. 1417-D N 4' STUB EX. JUNCTION m N W/ 4' STUB STRUCTURE zw W 4' S 7U8 CITY / EXIS77NG 48" R.C.P. STORMDRAIN OF AEVISIOrV DATE PER SUMMIT AVE. STORM DRAIN APPf�f7 oCD IMPR. PLANS, DWG NO 1417-D M CITY OF RANCHO CUCAMONGA co STORM DRAIN PLANS CONSTRUCTION NOTES Q CONSTRUCT CATCH BASIN PER CITY STANDARD DRAWING NO. 300 Q CONSTRUCT LOCAL DEPRESSION PER CITY STANDARD NO. 307, CASE A ® INSTALL 24" R.C.P., D-LOADS PER PROFILE © INSTALL 30" CMP TRACT NO. 14120'1 © CONSTRUCT 30" TEMPORARY CMP CATCH BASIN PER CITY STANDARD NO 311 QROFEssroN APPROVED BY DAT 01i ® CONSTRUCT MANHOLE N0. 2 PER CITY STANDARD NO. 319 ��� MARK q� F CITY ENC MEER GGGt� RCE NO. 24953 9� INSTALL 30" R.C.P., D-LOADS PER PROFILE �` �� BF �� Underground Service Alert W m Crouse Beers & Associates, Inc. DED AFORE y 0 39401TDAt 6 o aG EXP 12-31-01 Engineering + Surveying + Planning + Construction Management n 1700 Hamner Avenue, Suite 104 o Call: TOLL FREE * P DRAWN Norco, California 91760 (909) 736-2040 Fax (909) 736-5292 \11 1-800 S�gIF oFl V A� \P P.A.P. - 2 OF 3 - 227-2600 lobert M. eers Expires ST4155 01 R.M.B.B. �� , — - 6 8b _. TWO WORKING DAYS BEFORE YOU DIG .B. a e I PROJECT SHEET NO. OF BENCH MARK NO. 10076 - f-- Found 2" Brass Disk in Conc. J t- t tl- -tHeadwall Stamped "SBCS BM _ _ __ - _ - - - - o - - Reset No. 8 7 1 7 - - 2 9 5 at S. W. - - - - _ 61 T. ., 3. F. _ _. _. -_.. __ -- _ - - - - _-_ _ - _ _ _ - - - i.i - - - GR DE - - - - _ - - _ - Corner of Highland Ave. and - S D GRAL E aven Ave., of South End of 4' Chain Link Fence - - oe - - - - CG s u c. . P ELEV. 1478.232 4 48 T.C. 5 F L Z - U 4 - p _ - M. SE 11 - k ; FL i - - - - - - - - 0 1 - d' PE D N 1 f17--D - - - _ - - - - - - - _ - - - - - �_ 0 - -115CO PER 1 17 D TT -1 - G O _ I 4 .83 FL 4 g F 6 73' L (1 )= 6. S ZA CID LI 24 R.C.I. " - - - - 2 R C. _ - 1 5. t =2 .80 FS - 15 = 1 5Q D - - - - - - _ - - - - PROFILE " 0 , R. .P. - _ - - 0 LE SCALE - 1.5 Cf-S - -- � 1 5,31f 2_ 3 S Vert 1„ 2, PLAN SCALE Horiz. 1 20' I j % z / 44" 11 ,�W Z � � ; I R�(W i R R, W o %' I �6 li % Q Q V ss-, % / �. I I I 12' 3 ' w S 12' I s G s G Q I �SS j h6'h�h ,:' I % �� �bh�� I 15' EQUESTRIAN I s��sT� ��� q I � -°� ��k / s : h G EASEMENT I �� h�ry. � u° Tc h 61 i ; � r s i h G I ss � ghhh6� r t . , s ` Cr ado C.B.%� 10 BLUEGRASS STA 8+83.03 �i' �• C. Ig I 1 ST. STA 0+ 5.50 �0 F�'18S j�o C.81 7 1 W=28' V=6.50" ' F� BLUEGRA S STA 8+7 .44 1 ��. �0 ° ��, ST. S A 0+65.50 / ,� r, W=21', V= .50" 0 �` W=21' V=7.0' 6y F h 36. 0' LINE "H"4 — I // 4 �, °\ I \ S 15' EQU STRIAN 0� IN, ` `��' kh (G S 50 9g so 60'0'0' EASE ENT � � 9�1'33 4� - BLUEGRASS! g�; STA 8+48.14 LIT�,� ._ � _.... -- �- - - - - - LI "G 9 pis L, RIM-53. I A9 8u - CONSTRUCT CONCRETE COLLAR REMOVE EX. RISER/ AND C.M.P. 9°yti� MWD PROPERTY PER CITY STD. N0, 329 h \ STA 18+42.55, 1.06' R PERM. D Q Q = ~0 21,7 \\ \\ k EXISTING 48" R.C.P. STORMDRAIN 3 c� TO THE CITY OF RANCHO CUCAMONGA REMOVE BRICK & 0 0 2 ¢' 1 O.R. 91-283916 (7/26/91) PER SUMMIT AVE. NORM DRAIN MORTAR PLUG, JOIN IMPR. PLANS, DWG. NO. 1417-D 3 3 10 I (- EXISTING 48" R.C.P. STORMDRAIN T EX. 4' -STUB----- PER ' STUBPER SUMMIT AVE. STORM DRAIN SUMMIT T AVE. IMPR. PLANS, DWG. NO. 1417-D o SUMMIT AVE. - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - �� —— — - - - - - - - - - - - - - - - - - - STA 18+47.72 h h 8' v�u� Ex. JUNCTION OF REV9QV DATE APPROVED STRUCTURE N W/ 4 STAB CITY OF RANCHO CUCAMONGA 1141 T Q, a zQ I STORM DRAIN PLANS o oz �z ro zm Oa Ld CONSTRUCTION NOTES MWD PROPERTY v �'G' TRACT NO. 14120-1 i) CONSTRUCT CATCH BASIN PER CITY STANDARD DRAWING NO. 300 © CONSTRUCT LOCAL DEPRESSION PER CITY STANDARD NO. 307, CASE A COUNTY OF SAN BERNARDINO QRpFESS�°N APPROVED BY: DATE ® INSTALL 24" R.C.P., D—LOADS PER PROFILE TRANSPORTATION/FLOOD CONTROL DEPARTMENT ��° p ID �` F CITY RCE NO—24953 _ © INSTALL 30 CMP Mo Underground Service Alert 9 © CONSTRUCT 30" TEMPORARY CMP CATCH BASIN PER CITY STANDARD NO. 311 DESIGNED BY DRAWN BY CHECKED BY 4p -k�_) LL) �Y: -C � Q -7 � �� Crouse Beers & Associates, Inc. NDED U e�F of YOG ® CONSTRUCT MANHOLE NO. 2 PER CITY STANDARD NO. 319 M�< � '� No. c 9118 � TDJbI Engineering + Surve n + Planning + Construction Management o Call: TOLL FREE INSTALL 30" R.C.P., D-LOADS PER PROFILE Exp. 6-30-03 17oX�+�omner Aveue, Suite 104 9 cT NOTIFY MR. CHARLES POLING OF MWD'S 1 CONSTRUCT CATCH BASIN PER SAN BERNARDINO COUNTY ROAD DEPARTMENT STD. NO. 206 SUBMITTED Y C.D.E. * * DRAWN Norco, Colitomia 91760 SHEEF L 0 1_800 OPERATIONS MAINTENANCE BRANCH. (sos) 736-2040 Fax (909) 736-5292 -15 LL LLL LL s r PAP. 3 OF--3_ 227-2600 TELEPHONE (909) 780-1511, EXT 2876, AT LEAST TWO RECRMr�>-NDED AP OVE ASST. DIRECTOR of TRANSPORTATION DATE IgTF °/V l\- - WORKING DAYS PRIOR TO ANY WORK IN THE % �_ °F GAVE r-� . Mala DRAWING NO. VICINITY OF MWD'S FACILITIES. L� _R.M.B. 1130 Expires 6-30-03 b8b-- ro TWO WORKING DAYS BEFORE YOU DIG i.AN Dr Vr i GPMFNT r N��1 ESR u t DIRECTOR vi TRANSPORT.ATiON DATE Date